CN107949678A

CN107949678A - Earthquake-proof, the wind that tends to become strong, the building structure of the back-off fourth of the twelve Earthly Branches and technological process for refusing tsunami

Info

Publication number: CN107949678A
Application number: CN201780001271.0A
Authority: CN
Inventors: 蒋理中; 张晔
Original assignee: Individual
Current assignee: Individual
Priority date: 2015-12-08
Filing date: 2017-04-21
Publication date: 2018-04-20
Also published as: US20190145076A1; JP2019521267A; CN105545056A; CA3030771C; CN105545056B; CA3030771A1

Abstract

A kind of earthquake-proof, the wind that tends to become strong, the back-off fourth of the twelve Earthly Branches building structure for refusing tsunami and technique synthesis flow, fourth of the twelve Earthly Branches structure is pressed using back-off, make the circle dormancy of its fourth of the twelve Earthly Branches between the division on main building ground collar tie beam and ground level ground, make master build suspension on ground beam in press, the fourth of the twelve Earthly Branches such as the dragon that stings is buckled to, the rate for catching all ground Jing Guo this structure is moved, and invasion and damp the pushing away of wind are gushed, including the compressional wave in seismic-guided, shear wave, sectorial wave, swing ripple, ripple of crawling in shape；The vertical of wind moment is guided and supported in wind with joint efforts；The flat-pushing shifting of tsunami tide.It has exchanged with the seizure of the tangible back-off fourth of the twelve Earthly Branches fortune conjunction calamity power energy invisible to above-mentioned three kinds and build, destroyed in the displacement of base, building is no longer impaired, and the ancient cooking vessel that must be rebuild originally holds fourth of the twelve Earthly Branches floating foundation plinth and engineering tears open, builds process whole release.The structure and technique synthesis flow realize multi-field effectiveness, system solve new building exempt to shake it is preset and and the rear remediation processes into building, complete releasing whole building system being destroyed by a calamity in earthquake, tsunami, superpower wind.

Description

Earthquake-proof, the wind that tends to become strong, the building structure of the back-off fourth of the twelve Earthly Branches and process flow for refusing tsunami

Technical field: earthquake, tsunami, build in superpower wind it is shockproof, refuse tide, the wind technology that becomes and structure combination, including newly-built default and and that builds remedy two categories.

Background technique: ancient cooking vessel holds the fourth of the twelve Earthly Branches and floats building structure；" surface structures；Carrying flow container earthquake, rids calamities in superpower disaster caused by a windstorm and saves complete set technology and its structure and facility from damage tsunami ".PCT/CN2016/000372；117 months 2016.

Summary of the invention: being buckled to the building structure at the fourth of the twelve Earthly Branches and implements the process flow of the structure.Be buckled to the fourth of the twelve Earthly Branches, non-label is dissipated close that the fourth of the twelve Earthly Branches is integrated or the formula that breaks the whole up into parts be clustered in it is main build and hold become separating-closing type between based structures.The main sagging power built is born upwards；The bounce for closing terrace is supported downwards, outward by the sealing power for being pressed on ground beam body, inwardly be limited by the similar fourth of the twelve Earthly Branches compresses and rubs against power, and the particular space of a part is coexisted in the physical attribute of the natural quality of its own and the earth, builds up the separating-closing type an of structure and the reservation type of energy.

When any one of above-mentioned three kinds of disasters invade this structure with its position and energy, the convergence and pressing property of this structure are destroyed, the pressing fourth of the twelve Earthly Branches for losing pressure force becomes crawl and closes the fourth of the twelve Earthly Branches, its slipping property of stream and fortune conjunction property are released, the stream that fortune closes the fourth of the twelve Earthly Branches slips the space displacement for having made up and having built between base, interacted invasion energy this that cross swords.All are dynamic by the rate on this polymeric ground, and the invasion of wind and pushing away for tide are gathered around, and are all captured and blend in this configuration.

Including the preset of new building, original building is remedied, history fall behind civil engineering, be detached from supervision and caused by " soybean residue " dilapidated house engineering rescue.For seismically active zone and monsoon, wait wind band building, it is disaster-stricken after the fourth of the twelve Earthly Branches be lost and implement to mend conjunction mechanism, polymerize the boundling state at its fourth of the twelve Earthly Branches and pressing property again, has kept the physical effect perpetuity for exempting from calamity long standby.

The brief description of accompanying drawing:

Fig1/83-Fig8/83 is the pise of China's traditional residence, and the shockproof effect figure in the room most easily to collapse, including historical clamping plate cob, soil block stacking building builds stone building and dry column building.Other than back-off fourth of the twelve Earthly Branches structure of the invention, while should also there are the construction beam, column and shear force of frame frame promoted.

Fig9/83；Fig10/83 is that the pre-structure of building for holding wall geosphere girder construction of this back-off fourth of the twelve Earthly Branches structure is overlooked and closed form vertical view.

Fig11/83 is prefabricated needed for reaching this structure to block fourth of the twelve Earthly Branches plate.

Fig13/83 be wall, skirt hold ground beam build pre-structure top view.

Fig12/83 is the wall load-bearing for implementing this structure back-off fourth of the twelve Earthly Branches achieved.

Fig14/83 be reach this effect must be prefabricated band skirt wing block fourth of the twelve Earthly Branches plate and attach bolt.

Fig15/83 is the ground beam skirt load-bearing implemented under this structure.

Fig16/83:Fig17/83 is same type and at Old building and ground shape.

Fig18/83；Fig19/83 is plus the master on the free level ground of having built this structure builds and ground.

Fig20/83-Fig23/83 is plus has built after shear force of frame frame to the schematic diagram being implanted into after the preset of ground beam and the formula that breaks the whole up into parts.

Fig24/83-Fig27/83 is after successfully remedying using line division as the building products of core.

Fig28/83 is the pressure fourth of the twelve Earthly Branches plate completing this building products and must first setting.

Fig29/83-Fig38/83 is no longitudinal wave earthquake；The shockproof effect of the P-wave And S alternately load-bearing of earthquake centre wall and skirt load-bearing.

Fig39/83 is the shockproof schematic diagram of Castle like Building and small sized multiple story building.Fig40/83 is the gull wing plate for building product Ying Xianbei；

Fig41/83；Fig42/83 is to have used gull wing plate and added the ground beam effect side view for mending fourth of the twelve Earthly Branches cylinder and plane vertical view.

Fig43/83-Fig46/83 is the earthquake centre effect picture under the structure.

Fig47/83 is that old castle remedies the preset pressure fourth of the twelve Earthly Branches plate of palpus.Fig49/83 is the benefit fourth of the twelve Earthly Branches cylinder that conjunction mechanism indispensability is mended at the fourth of the twelve Earthly Branches.

Fig48/83 and Fig50/83 be built after implementing this structure to old castle, the facade of base separating-closing type and floor map.

Fig51/83-Fig54/83 is the earthquake centre effect picture of the product.

Fig55/83 is that the remedy mark more simple and feasible to the castle and small sized multiple story building that have had ground beam refers to.

Fig56/83 is referred to the mark of original place collar tie beam transformation.

Fig57/83；Fig58/83 be on the middle and senior level and skyscraper side view and hold cross-sectional view.

Fig59/83；Fig60/83 is to carry out the two methods that facility is remedied to column load-carrying members.

Fig61/83；Fig63/83 is the single-frame implemented when the fourth of the twelve Earthly Branches benefit conjunction of art is remedied in wall load-bearing in ground beam and the unilateral Chu Maotan and lid that can store up the fourth of the twelve Earthly Branches Fourth of the twelve Earthly Branches plate.

The cutting line for boring porthole and base division that Fig62/83 is additional free level ground, engage in ground beam with wall.

Fig64/83-Fig69/83 is that the wall for building preparation to original holds formula ground beam, benefit closes the fourth of the twelve Earthly Branches, Chu Maotan and master build to after the earthquake centre interaction for holding the free level ground of base.

Fig70/83；Fig71/83 is four frames implemented when the fourth of the twelve Earthly Branches benefit conjunction of art is remedied in skirt load-bearing in ground beam, can the side Chu Maosi Chu Maotan.

Fig72/83 is to cutting line at the brill porthole and division that master builds and double base beam designs.

Fig73/83-Fig78/83 is to have reconstructed the master of skirt load-bearing ground beam to build and Chu Maotan, mend and close the earthquake centre that the fourth of the twelve Earthly Branches and double base dissociate between level ground and interact.

Fig79/83；Fig80/83 be mended base double base and added again collar tie beam, mend close the fourth of the twelve Earthly Branches and resistance slip by slope build, base load-bearing shape.

Fig81/83 be built in by the master of superpower wind be additionally arranged that resistance slips by slope keep to the edge after it is main build resultant force and hang down shift and mend the fourth of the twelve Earthly Branches from altar, build, base, fourth of the twelve Earthly Branches interaction diagram.

Fig82/83 is main after becalming to build resultant force automatic blending master of hanging down and build the situation kept in the center.

Fig83/83 is that bulk flow slips, mends the fourth of the twelve Earthly Branches and slips by slope the situation that resistance stops by resistance after main building is elapsed by tsunami tide.

Apparent in order to illustrate, calamity signal is faced in figure sequence hyperbole, and nothing has so big calamity state degree in real life.Block arrow is calamity Reeb in figure；Small arrow is to mend to close fourth of the twelve Earthly Branches line；Thin arrow is wind moment line；Dotted arrow is resultant force wind line and tsunami tide line；No arrow line is that function marks line.

Best embodiment of the invention:

The classification at the nonstandard fourth of the twelve Earthly Branches is determined first.The participation in the election fourth of the twelve Earthly Branches answers quality hard, than great；With diameter 1cm hereinafter, granular size is named, diameter is slightly less than 1cm and is known as the soybean fourth of the twelve Earthly Branches, diameter is similar to soya bean and claims the soya bean fourth of the twelve Earthly Branches, and diameter is similar to mung bean and claims the mung bean fourth of the twelve Earthly Branches, and diameter is similar to wheat and claims the wheat fourth of the twelve Earthly Branches, diameter is similar to title of cracking rice and cracks rice the fourth of the twelve Earthly Branches, and diameter is similar to millet and claims the millet fourth of the twelve Earthly Branches.

Secondly, new building settles intervention at one go with integrated, ground branch implantation of breaking the whole up into parts, separating-closing type insertion are remedied in the reconstruction of existent building, and combined type is glued into and taken and penetrates into from formula.

It is elongated for line division to be wherein buckled to the building of the fourth of the twelve Earthly Branches, base division gap, referring to ground beam load-bearing is wall load-bearing, i.e., using foundation as supporting-point, transports and close without the fourth of the twelve Earthly Branches under skirt.The thick thickness of division gap be between division, refer to ground beam load-bearing skirt load-bearing, i.e., using ground beam skirt body as supporting point, landing fortune conjunction face it is a large amount of wide go out former bases, there is fourth of the twelve Earthly Branches fortune to close under skirt.

According to disaster-stricken difference, phase for taking precautions against natural calamities effect, the no fourth of the twelve Earthly Branches of the invention mends conjunction mechanism and has benefit to close fourth of the twelve Earthly Branches mechanism, makes to be buckled to the fourth of the twelve Earthly Branches and effectively and permanently comes into force two kinds stage by stage.

Such as cutting the garment according to the figure for tailor, doctor's suits the remedy to the case, all this kind by architect by calamity select, it is dialectical ground rather than metaphysics select carelessly.

Selective promotion are as follows:

It is newly-built that easily the integrated of local-style dwelling houses does not shake intervention

The button of falling the fourth of the twelve Earthly Branches 1 is mirror with Fig11/83, and fourth of the twelve Earthly Branches concrete plate is blocked in casting, and the upward back numb outward of concrete plate has reserved dew muscle；Inside positive sliding surface downwards, plate face has screw hole, to by solid lock.Concrete plate height should be the 50% of ground beam, and thick 4-5cm, length is different each other, carry out staggeredly being coupled for counterpart stubble seam.Positive sliding surface glass punching block or steel mould production；Numb back mud mortar and concrete grout are with mould every conjunction；Water is rushed to net after maintenance.

Building at ground beam and holding base includes inside and outside free level ground.The earthquake that is staggered dissociates wavelength degree, the good geosphere beam form of frame.Coplanar bubble is put into mould to rise three-ply board.It is moved on three-ply board and blocks fourth of the twelve Earthly Branches plate, sliding outer fiber crops in point, two to blending bolt solid lock.It is fourth of the twelve Earthly Branches slot among two plates, is ground beam skirt on the outside of two plates.Three-ply board in the slot of the fourth of the twelve Earthly Branches is cut, plastic foil is covered with to three-ply board in mould, to the soya bean fourth of the twelve Earthly Branches is inputted in slot to bead, ties geosphere beam steel and reserved dew muscle, input concrete to plate bead.Respectively input two to soya bean fourth of the twelve Earthly Branches two sides and crack rice and the fourth of the twelve Earthly Branches and consolidate the soya bean fourth of the twelve Earthly Branches, then plus the soya bean fourth of the twelve Earthly Branches enter slot and swelled at bread-like, be covered with plastic foil and with stone press-stretched.To intermediate input concrete behind two sides first in mould to fullcharging, film on the careful shield fourth of the twelve Earthly Branches, with shock club compacted concrete.

Main extraction drying shrinkage three-ply board after building completion.This shockproof ground beam of Fig12/83 is suitable for strengthening all easy buildings of shear force of frame frame.

It is buckled to the fourth of the twelve Earthly Branches 2, the fourth of the twelve Earthly Branches fourth of the twelve Earthly Branches Chi Lan with pressure plate is similarly made by Fig14/83.With the same regulation of ground beam 1, band wing block in the plate of the fourth of the twelve Earthly Branches sliding outer fiber crops lie on outer fillet bubble three-ply board and it is inner crack rice in the laying of the fourth of the twelve Earthly Branches, fixed with bolt and establish fourth of the twelve Earthly Branches slot.Ground beam template on frame ties reinforcing bar and reserved dew Muscle.It rejects extra crack rice in the slot of the fourth of the twelve Earthly Branches and the fourth of the twelve Earthly Branches and inputs the mung bean fourth of the twelve Earthly Branches to bead, concrete is inputted into template to bead.The fourth of the twelve Earthly Branches of cracking rice is enclosed to mung bean fourth of the twelve Earthly Branches two sides input two, and is consolidated, the additional soya bean fourth of the twelve Earthly Branches is grand at bread, covers plastic foil and stone press-stretched.Into mould behind first two sides intermediate input concrete to fullcharging, careful protecting cover fourth of the twelve Earthly Branches film, shock club compacted concrete.The main taking-up narrow three-ply board item in two sides after building completion.The shockproof ground beam of Fig15/83 sheet is held and that the shockproof phase is slipped under skirt is more efficient in ground beam 1 with skirt.

Old build exempts to shake, and the formula that breaks the whole up into parts of jerry-built project rescue is remedied

Be buckled to the fourth of the twelve Earthly Branches 3, to be mark with above-mentioned pise, equally include it is brick open pocket wall, combination construction, dry column building, build stone formula building and at building, in situ base plus after building inside and outside free level ground, add and build the main shear force of frame frame built.When first ground beam afterframe, ground beam portion is mixed and stirred grey soil and is inserted with being segmented in mould so that no cement is non-condensable.Ground beam should be that the three times of wall are wide.After shear force of frame frame solidifies demoulding, muddy ground beam is changed to beams of concrete one by one by both ends behind first centre, inside and outside synchronization by number.

With no thrust borer to the number wall body hole for being removed soil beam, and angle is remained between two holes of excision, is covered with template again after removing residue, it is grand in bread to central part to the wheat fourth of the twelve Earthly Branches is inputted in template.It is grand with the plastic foil covering fourth of the twelve Earthly Branches, it is squeezed in master plate two sides with narrow wood bubble plate diaphragm and catches up with the fourth of the twelve Earthly Branches grand and with the anti-lid batten of remaining film.Several bags of parcel fourths of the twelve Earthly Branches, which are respectively put into, in epiphragma left and right ends joint squeezes that the fourth of the twelve Earthly Branches is grand not to leak.The connection reinforcing bar for tying inside and outside ground beam, to parcel fourth of the twelve Earthly Branches overlay film, to intermediate input concrete behind the two sides Mo Shangxian of the fourth of the twelve Earthly Branches to fullcharging, intermediate shock club compacted concrete behind first two sides.It similarly operates by number.

In two sections of docking, the parcel fourth of the twelve Earthly Branches is further taken out behind the defeated fourth of the twelve Earthly Branches, fourth of the twelve Earthly Branches packet is taken to carry out with input concrete synchronous, the control fourth of the twelve Earthly Branches, which is lost, generates cavity phenomenon.Inner-outer wall is synchronous, each same example of load bearing wall.Ground beam shockproof effect is mended after Fig26/83, Fig27/83 and ground beam 1, ground beam 2 are same.

It is buckled to the fourth of the twelve Earthly Branches 4, by the prefabricated pressure fourth of the twelve Earthly Branches plate of Fig28/83, the reserved dew muscle of fiber crops is slid under same.In excision number wall and after removing residue, the one layer thin fourth of the twelve Earthly Branches of cracking rice is sprawled into original template, on the fourth of the twelve Earthly Branches in pressure fourth of the twelve Earthly Branches plate immigration original mould, inside and outside respectively fill in a soaking three-ply board item.Pressure fourth of the twelve Earthly Branches plate is squeezed, digs out from the redundancy that opening position overflows and cracks rice the fourth of the twelve Earthly Branches.It is grand at steamed bun above gap to input the wheat fourth of the twelve Earthly Branches.Plastic foil is covered with to the grand the cover of steamed bun and with stone press-stretched.It ties inside and outside ground beam and is coupled muscle and reserved dew muscle, be covered with template, intermediate input concrete to fullcharging and consolidates behind first two sides.The same preceding article of program.The earthquake centre fourth of the twelve Earthly Branches stream of this pressure fourth of the twelve Earthly Branches plate ground beam slips even more than cast-in-place no fourth of the twelve Earthly Branches plate ground beam.

It is buckled to the fourth of the twelve Earthly Branches 5, prefabricated to block fourth of the twelve Earthly Branches short slab with the Fig11/83 of length with segmentation mould, outer two fourth of the twelve Earthly Branches slots of wall in four pieces of plate dividing walls include blocking to fill in soaked three-ply board and coating plastic film under the plate of the fourth of the twelve Earthly Branches to foundation and beam skirt, and the two does not protrude into fourth of the twelve Earthly Branches slot.Block in the plate of the fourth of the twelve Earthly Branches sliding outer numb bolt it is fixed after, by cutting wall lower edge and block fourth of the twelve Earthly Branches plate and have the interval 5cm seam mouth.After the connection reinforcing bar and reserved dew muscle that tie inside and outside ground beam, to wall under concrete tamping is inputted along empty slot, direct reach load bearing wall body.After replacing all foundation by number, the wheat fourth of the twelve Earthly Branches is injected in internal external chute, two sides respectively input the fraction millet fourth of the twelve Earthly Branches, tamping fourth of the twelve Earthly Branches layer on the wheat fourth of the twelve Earthly Branches, and the additional wheat fourth of the twelve Earthly Branches is grand at bread, coating plastic film, with stone press-stretched.Again be covered with original template, input concrete along wall behind first two sides, to fullcharging after shock club consolidate.

Extract drying shrinkage three-ply board after completion out, this back-off fourth of the twelve Earthly Branches ground beam is automatic to overflow when earthquake has longitudinal wave, and the wall load-bearing for building master becomes wall, skirt is held altogether, captures secondary wave and large and small longitudinal wave.

It is buckled to the fourth of the twelve Earthly Branches 6, equally fixed point cuts and removes wall along foot by number.It is blocked in the numb cunning outside of fourth of the twelve Earthly Branches plate for inside and outside two pieces on free level ground, thirty years of age of partition wall.The location Xiang Yuanmo and blocking is filled under the plate of the fourth of the twelve Earthly Branches impregnates three-ply board and coating plastic film.Exterior wall along with block fourth of the twelve Earthly Branches plate 3cm along heterodyne, wall lower edge and block fourth of the twelve Earthly Branches plate along 3cm along lower difference.After bolt is fixed, the wheat fourth of the twelve Earthly Branches is inputted into sliding slot to along height, two sides input a little millet fourth of the twelve Earthly Branches.Height is not mended at the tamping wheat fourth of the twelve Earthly Branches, and coating plastic film enters fourth of the twelve Earthly Branches surface layer, is tied internal and external beam and is coupled the reserved dew muscle of reinforcing bar, multiple cope plate, the fourth of the twelve Earthly Branches left and right both ends Mao Baoya.Defeated concrete enters mould, protects fourth of the twelve Earthly Branches film, two sides behind first centre, until fullcharging consolidates, successively ground beam is changed in segmentation by number.The fourth of the twelve Earthly Branches fourth of the twelve Earthly Branches Hou Qu packet, the cavity for preventing the fourth of the twelve Earthly Branches to be lost first are filled when changing seam section.It is closely sealed that stubble is connect to all paragraphs, extracts drying shrinkage three-ply board out, and ground beam integrally rises and falls fluctuating.

This ground beam develops into skirt load-bearing when encountering P wave, the former main wall load-bearing built, in addition in synchronization catch earthquake large and small longitudinal wave, other than shear wave, the stream amount of slipping at this back-off fourth of the twelve Earthly Branches is bigger.

Castle, small high-rise it is integrated shockproof

It is buckled to the fourth of the twelve Earthly Branches 7, by the preset gull wing plate of Fig40/83, the sliding outer reserved dew muscle of fiber crops in same.On the free level ground that ground beam is built up with crouching, gull wing plate builds load-bearing turn by master and is linked to be circle, cuts off redundancy at angle of struggling against, and places template, and gull wing plate outer oxter to template, which is respectively inserted, impregnates three-ply board simultaneously laminating adhesive, does not protrude into fourth of the twelve Earthly Branches slot, inputs the fourth of the twelve Earthly Branches of cracking rice from gap to gull wing plate midaxilla.Geosphere beam steel and reserved dew muscle are tied, to template two sides and intermediate input concrete.Shock club, which shakes, from gap cracks rice the fourth of the twelve Earthly Branches and fills it up with the wheat fourth of the twelve Earthly Branches, concrete is added in mould, gap, which is loaded onto, mends fourth of the twelve Earthly Branches cylinder, reserved dew muscle is tied, concrete is attached into mould to fullcharging, fills into the mung bean fourth of the twelve Earthly Branches to mending in the cylinder of the fourth of the twelve Earthly Branches, concrete is first shaken, it is rear to shake the fourth of the twelve Earthly Branches in cylinder and lock non-return loose-leaf.

After master builds completion, drying shrinkage three-ply board is extracted out.Not only the fourth of the twelve Earthly Branches is buckled under the ground beam can capture all seismic waves by this ground beam, and be lost the fourth of the twelve Earthly Branches by supplement, and shockproof function is made to survive forever, and increase to mend and close fourth of the twelve Earthly Branches diameter, exempt from shake function and the more shake the more strong.

The shake of exempting from of old castle, old small sized multiple story building is remedied

It is buckled to the fourth of the twelve Earthly Branches 8, by Fig47/83；The prefabricated pressure fourth of the twelve Earthly Branches plate of Fig49/83 mends fourth of the twelve Earthly Branches cylinder.Fourth of the twelve Earthly Branches plate is pressed, is mended sliding in the same outer fiber crops of fourth of the twelve Earthly Branches cylinder.

Free level ground is rebuild subject to terrace in addition.Free level ground should separately consider sewer when being lower than outer terrace.Coded sequence wall cutting is pressed in first intermediate and then both sides, online after first offline, and first right rear left cuts off wall redundancy, cleans residue；Tie ground beam steel skeleton.To excision section lower berth enter the fourth of the twelve Earthly Branches of cracking rice after, with press fourth of the twelve Earthly Branches plate periphery put the narrow soaked three-ply board item of about 5cm, move pressure fourth of the twelve Earthly Branches plate be compacted three-ply board item, on it staged and layered cast ground beam.

It is loaded on gap first and mends fourth of the twelve Earthly Branches cylinder, tied geosphere beam reinforcement cages and reserved dew muscle, close template, to both ends and the periphery merging parcel fourth of the twelve Earthly Branches, anti-casting concrete is excessive, inputs concrete into parcel fourth of the twelve Earthly Branches mould, fills into the fourth of the twelve Earthly Branches of cracking rice in the cylinder of the fourth of the twelve Earthly Branches to fullcharging to mending.With the fourth of the twelve Earthly Branches in shock club tamping cartridge and non-return loose-leaf is installed.Fourth of the twelve Earthly Branches packet mould inner concrete is consolidated, this section of load bearing wall of being subject to submerges concrete 3cm.This that shifting Duan Xugong, until taking out the parcel fourth of the twelve Earthly Branches in all moulds after surrounding connection.It is coupled in the additional reinforcing bar of deleted areas and remedies concrete into mould to entire scale of construction fullcharging, shock club tamping.Longitudinal wave, the shear wave of this back-off any earthquake in the fourth of the twelve Earthly Branches can all be captured, and any loss fourth of the twelve Earthly Branches can all be mended again.Extract drying shrinkage three-ply board, shockproof effect perpetuity after completion out.

Castle small high-rise Old building, the original place level ground in-situ reformation consistent, easier with existing ground beam

Be buckled to the fourth of the twelve Earthly Branches 9, a section load-bearing be changed to the wall load-bearing of original building first, with former supporting point concrete is smashed up after no impact drill wall telephone cut hole, retain its whole wall load-bearing and ruin at steel skeleton.After clearing up residue, the free level ground that unified former supporting point is core is established, the above are bases for the three times of former wall thickness on free level ground, i.e., inside and outside ground beam adds former foundation width for bottom mark, place the soaked three-ply board item of four 5cm wide, enter under reinforcing bar, enclose at the four directions in new ground beam face.Enclose it is interior spread into the fourth of the twelve Earthly Branches of cracking rice, fourth of the twelve Earthly Branches cylinder is mended in shift-in pressure fourth of the twelve Earthly Branches plate, alignment gap installation, prick mend admittedly fourth of the twelve Earthly Branches cylinder, pressure fourth of the twelve Earthly Branches plate and original place beam reinforcing bar it is integral.By cope plate, to concrete is inputted in mould, the crack rice fourth of the twelve Earthly Branches and shock club tamping are filled into the cylinder of the fourth of the twelve Earthly Branches to mending, by upper non-return loose-leaf.Shock club compacted concrete is to fullcharging.

All construction points are completed, and supporting point returns origin, are extracted drying shrinkage clamping plate out, are coupled disconnection with ground beam to free level ground with cutting machine along each point under the pressure fourth of the twelve Earthly Branches plate of supporting point, make all to be entirely transferred to supporting point from emphasis and press on the fourth of the twelve Earthly Branches.It should be filled on cut point paragraph by paragraph when cutting with thick steel disc, take out the big rise and big fall for preventing supporting point from shifting after completion paragraph by paragraph.So far, when whole building is with the companion's shake of the pressing fourth of the twelve Earthly Branches, dissociates in length and breadth and mend the fourth of the twelve Earthly Branches.

The old shake of exempting from built on the middle and senior level is remedied

It is buckled to the fourth of the twelve Earthly Branches 10, by Fig61/83；The prefabricated single-frame of Fig63/83 and unilateral Chu Maotan.It is sliding in the outer fiber crops of single-frame, dew muscle is reserved, unilateral Chu Maotan is inside and outside all sliding.

Secondly free level ground is rebuild, free level ground can land, can also soar aloft, but unsuitable excessively high.Free level ground is landed with concrete floor, and free level ground high up in the air answers steel reinforced concrete to cast, with the free and upper and lower endurance of being self-possessed of left and right side length energy secondary wave enough.

It is drilled on load bearing wall with no impact drill wall telephone above the free level ground and cuts out cut-off rule at the wall base, be interlinked to the outside within the walls.Lower porthole and free level ground drop answer high 10cm or so, requirement and position to implement by design target.It is synchronized when cutting division line and is embedded in stack pile steel disc paragraph by paragraph, after the completion of dummy slider, exposed remainder is cut off with cutting machine.Cutting line and free level ground are without drop.

Single-frame is moved into design position, ties new ground beam reinforcing bar steel skeleton, the connection reinforcing bar of inside and outside ground beam is filled in porthole and pricks and joins with framework of steel reinforcement, reserved dew muscle.The good template of frame, ground spreads a soaked three-ply board and coating plastic film in mould.To the wet water of porthole, after squeezing into neat slurry, concrete is inputted into template to fullcharging；The soybean fourth of the twelve Earthly Branches to the nonstandard fourth of the twelve Earthly Branches in any one of fourth of the twelve Earthly Branches of cracking rice is inputted into single-frame.Shock club consolidates fourth of the twelve Earthly Branches layer and concrete.The one circle millet fourth of the twelve Earthly Branches of surrounding addition into frame；It moves Chu Maotan and enters frame, add the defeated preceding nonstandard fourth of the twelve Earthly Branches of jack per line in Xiang Maotan.Ground beam concrete is supplied, is consolidated with shock club to fullcharging.The fourth of the twelve Earthly Branches to fullcharging and hangs up lid fourth of the twelve Earthly Branches plate in shock club tamping altar.Space Nei Kejia stores up nonstandard fourth of the twelve Earthly Branches on the plate of the lid fourth of the twelve Earthly Branches, or the ring U.S. object for putting flowerpot etc, increase weight P wave when pressure and resultant force wind when pressure seep.With limited upshift in wall viewpoint on Chu Maotan frame, altar is prevented to throw the fourth of the twelve Earthly Branches flow for rising and taking away.

Ground beam extracts drying shrinkage three-ply board out after being completed, frequent scene cares for and the difference of the fresh visiting of earthquake, and resultant force wind is built according to wind moment lifting master, and the fourth of the twelve Earthly Branches is slipped stream in time and is penetrated under load bearing wall and new ground beam, is supplied in advance the presence of seismic wave and slips structure conjunction.Dado is held altogether is suitable on the middle and senior level and skyscraper.

It is buckled to the fourth of the twelve Earthly Branches 11, by Fig70/83, preset four frame of Fig71/83 and four side Chu Maotan, sliding outer fiber crops in same, the reserved muscle and inside and outside of revealing All sliding altar.

It is drilled porthole as needed with no impact drill wall telephone on newly-built free level ground and base defiber is built in cutting.Lower porthole and defiber drop should be 10cm or so, and cutting line should synchronize insertion with original thickness steel disc.Dummy slider terminates, and cuts off exposed dummy slider.Defiber and free level ground are without drop.

Four frames are moved into design position, the good template of frame, mould bottom spreads soaked three-ply board and is covered with plastic foil.New ground beam steel is tied, is bored and is filled in inside and outside connection reinforcing bar in porthole and prick connection with reserved steel bar and ground beam reinforcing bar.To the wet water of brill porthole and squeeze into neat slurry；Concrete is inputted into template, inputs the nonstandard fourth of the twelve Earthly Branches of any one outside the millet fourth of the twelve Earthly Branches into four frames on demand.Shock club consolidates fourth of the twelve Earthly Branches layer and concrete, attaches a circle millet fourth of the twelve Earthly Branches on the fourth of the twelve Earthly Branches four side of layer.Move number nonstandard fourth of the twelve Earthly Branches before Chu Maotan enters frame and fills it up with.Template inner concrete is filled and is shaken to fullcharging, hangs up lid fourth of the twelve Earthly Branches plate behind the fourth of the twelve Earthly Branches to fullcharging in shock club tamping altar.Equally to lay in the fourth of the twelve Earthly Branches or flowerpot filling in space on the plate of the lid fourth of the twelve Earthly Branches.With installation limit upshift in wall viewpoint above Chu Maotan, rising in longitudinal wave is returned to stream from power and slips the fourth of the twelve Earthly Branches.Extract three-ply board after completion out.

Identical as the back-off fourth of the twelve Earthly Branches 10, stream will be slipped the fourth of the twelve Earthly Branches according to wind moment and penetrate into new ground beam before coming earthquake by resultant force wind.The new ground beam of skirt load-bearing will have the higher fourth of the twelve Earthly Branches amount of slipping than the back-off fourth of the twelve Earthly Branches 10.

It is buckled to the fourth of the twelve Earthly Branches 12；13, if the transformation at the above-mentioned back-off fourth of the twelve Earthly Branches 10 or 11, interior is encountered without wall column load-bearing, load-bearing pillar is coped with and makes reconstruction.It is mirror by Fig59/83 or Fig60/83, after creating inside and outside free level ground, equally to load-bearing pillar periphery and column and column, free level ground is built between column and wall and is coupled, and stings that angle-style is round or square stores up the fourth of the twelve Earthly Branches tin to load-bearing column production.10cm deep hole, production circle or square mold are dug in four drill for boring in corners of load-bearing pillar；Internal model other than the slippery property of height, can not remove mould based on glass reinforced plastic.Fourth of the twelve Earthly Branches barrel answers 10cm or more, and there is outer throwing edge at cylinder bottom, and cylinder height should be the 90-95% of pillar height.

The disconnected separated time of load-bearing pillar is cut first and dummy slider and cuts off redundancy.It places internal model and is fixed on cylinder, bubble three-ply board and overlay film in mould are placed in bottom.Tie round or rectangular fourth of the twelve Earthly Branches cylinder steel skeleton.To note boundling water in drilling and to squeezing into neat slurry in porthole and filling in reinforcing bar and is coupled with cylinder framework of steel reinforcement, be covered with the external mold that edge is thrown the bottom of with, external mold can divide above and below two-stage group join.

First from the defeated same label fourth of the twelve Earthly Branches of eminence enter mold core, after from eminence, defeated concrete enters mould downwards.First vibration fourth of the twelve Earthly Branches layer, the rear concrete that shakes is to design requirement.Secondly cover soaked three-ply board and overlay film on the free level ground built between column and column, column and wall, place template, casting is coupled ground beam without load-bearing, to transmit fortune close in build, base variation.Extract drying shrinkage three-ply board after completion out.

Taking for skyscraper is penetrated into from formula

Be buckled to the fourth of the twelve Earthly Branches 14, the free level ground periphery of skyscraper, with Fig79/83 design in gradient hoisting depth it is poor, place restrictions on main build on the fourth of the twelve Earthly Branches in wind moment and slip row.The resultant force that Fig81/83 master builds, which is hung down, counteracts the invasion of resultant force wind, improves the infiltration built the structure space of base and promoted the fourth of the twelve Earthly Branches.The termination of Fig82/83 resultant force wind, the vertical homeostasis of resultant force.

Fig83/83 tsunami tide pushes away the displacement gathered around, and returns in the vertical balance of resultant force.Building is transported in calamity with the help of resistance slips by slope and is closed, the recurrence for obtaining the increment at the fourth of the twelve Earthly Branches and hanging down.Based on build it is windproof, shockproof offer perpetuity circulation deposit.

Above-mentioned all fourth of the twelve Earthly Branches diameters for mending the conjunction fourth of the twelve Earthly Branches, can adjust at any time on demand.

It takes precautions against " shake " that not only earthquake wants " building " that tailor cuts the garment according to the figure, and doctor is wanted to suit the remedy to the case.The wave of so-called earthquake, substantially earthquake three split knife, longitudinal wave, shear wave, space, are the main resistances built from body quality to invasion energy, are crossing swords for active force and reaction force." the selecting by calamity " that the mechanism that is repeatedly retrieved asks in retort should be the unique correct method for cracking solution shake password in earthquake.

The major diameter fourth of the twelve Earthly Branches big shear wave of longitudinal wave big for earthquake centre is dredged greatly；The minor diameter fourth of the twelve Earthly Branches helps greatly for capturing small longitudinal wave, and it is small to dredge help for big shear wave；And the same label fourth of the twelve Earthly Branches slips, and high-intensity earthquake is easier to be degraded instead.Inverse proportion conduction of the seismic wave on the fourth of the twelve Earthly Branches slips, unpredictable and first survey etc. of earthquake, certain difficulty is brought to by calamity selection, the small fourth of the twelve Earthly Branches in this of no help conjunction mechanism is leading, the duplicate rows fourth of the twelve Earthly Branches method and benefit of row mend the controllable and diameter-adjustable at the fourth of the twelve Earthly Branches behind the big fourth of the twelve Earthly Branches after closing in the mechanism of the fourth of the twelve Earthly Branches, it provides and is selected by calamity and capture all large and small, P-wave And S approach as far as possible, make effect perpetuity and the more shake the more strong.

It cuts the garment according to the figure fault, wearing the clothes can feel awkward, but does not wear and can freeze to death.It is difficult to precisely by calamity selection, but not selecting can dispossessed and life.This is a qualitative leap on architectural history, and Architectural fields can not wander the fact that keep away, and lives in that earthquake, tsunami, people have to the selection of choosing on high wind band.

Claims

A kind of earthquake-proof, the wind that tends to become strong, the back-off fourth of the twelve Earthly Branches building structure for refusing tsunami, it is characterized in that: dividing diameter to dissipate non-label closes fourth of the twelve Earthly Branches back-off to building, between the division of based structures, with it is affiliated build, base constitute energy pressing relationship, boundling relationship is constituted with affiliated ground beam volume, constitutes exclusion, fluid, friction law with the affiliated appearance fourth of the twelve Earthly Branches；When any one of above-mentioned three kinds of calamity power is invaded with position and energy, the collection pencil and pressing property at this back-off fourth of the twelve Earthly Branches are destroyed, the back-off at the fourth of the twelve Earthly Branches generates clutch, free, disintegration, mends and close, regeneration, rebuild, wherein clutch, free, disintegration are completed by duplicate rows fourth of the twelve Earthly Branches mechanism, taking precautions against natural calamities for the life cycle built is completed with the former deposit fourth of the twelve Earthly Branches, effectively in stage；It mends and closes, regeneration, rebuilds and conjunction mechanism is mended by the fourth of the twelve Earthly Branches complete, close the adjusting of the fourth of the twelve Earthly Branches and fourth of the twelve Earthly Branches diameter to mend and complete the unlimitedness for the life built and exempt from the expansion of calamity, it is permanent effectively and the more to shake the more strong；New building is intervened with conformability；Old building is remedied, and the ground substep that breaks the whole up into parts is implanted into；Earthquake frequently, enlivening band, monsoon waited that wind band is old builds, is embedded in separating-closing type；Combined type is glued into and is taken and penetrates into from formula；It closes to have exchanged in the displacement for build base the capture of invisible calamity energy with tangible fourth of the twelve Earthly Branches fortune and destroy.
A kind of process flow of building structure described in claim 1, sorted out it is characterized in that: holding the fourth of the twelve Earthly Branches with preceding invention ancient cooking vessel and floating the superseded non-label fourth of the twelve Earthly Branches of structure with diameter, diameter is slightly less than 1cm and claims the soybean fourth of the twelve Earthly Branches, diameter is similar to soya bean and claims the soya bean fourth of the twelve Earthly Branches, it is similar to mung bean and claims the mung bean fourth of the twelve Earthly Branches, be similar to wheat and claim the wheat fourth of the twelve Earthly Branches, be similar to title of cracking rice and crack rice the fourth of the twelve Earthly Branches, it is similar to millet and claims the millet fourth of the twelve Earthly Branches, recorded and received with mesh screen.
A kind of process flow of building structure described in claim 1, it is characterized in that: taking the duplicate rows fourth of the twelve Earthly Branches process during being buckled to the row fourth of the twelve Earthly Branches at the fourth of the twelve Earthly Branches, after i.e. at the fourth of the twelve Earthly Branches, layer is spread, the fourth of the twelve Earthly Branches of the one circle small fourth of the twelve Earthly Branches 1-3 diameter of input in the plane of the above-mentioned fourth of the twelve Earthly Branches frame surrounding fourth of the twelve Earthly Branches, with density, high, fourth of the twelve Earthly Branches diameter difference is deposited to the fourth of the twelve Earthly Branches along the fourth of the twelve Earthly Branches gap of frame wait become in the procedural tamping to the preceding fourth of the twelve Earthly Branches；When no longitudinal wave earthquake arrives, the pressing fourth of the twelve Earthly Branches transports in slot close slidably；When small longitudinal wave earthquake arrives, the path fourth of the twelve Earthly Branches takes the lead in penetrating under ground beam skirt to squeeze, and extension skirt, that is, the weight-bearing surface built and stream slip face, builds, base is joined with the face of slipping greatly；When big longitudinal wave earthquake is come, the pressing fourth of the twelve Earthly Branches is disintegrated, and the major diameter fourth of the twelve Earthly Branches is penetrated under ground beam skirt, is obtained more efficient fourth of the twelve Earthly Branches fortune and is closed.
A kind of process flow of building structure described in claim 1, it is characterized in that: taking the fourth of the twelve Earthly Branches to mend conjunction mechanism during the deposit degree at the back-off fourth of the twelve Earthly Branches and the diameter fourth of the twelve Earthly Branches, in the supporting point built and position is needed to add benefit fourth of the twelve Earthly Branches cylinder, the fourth of the twelve Earthly Branches and the pressing fourth of the twelve Earthly Branches in the cylinder of the benefit fourth of the twelve Earthly Branches is integral, the same beat frequency in the fourth of the twelve Earthly Branches is slipped with stream, the loss at the fourth of the twelve Earthly Branches is replenished in time；Mending fourth of the twelve Earthly Branches cylinder has a non-return loose-leaf, mends and closes the fourth of the twelve Earthly Branches only into not moving back, can repeatedly remedy, can adjust the fourth of the twelve Earthly Branches diameter mended and close the fourth of the twelve Earthly Branches as required, determines the releasing of shake, so that main building slips the inverse proportion on the fourth of the twelve Earthly Branches in stream, this process, which makes to exempt to shake effect, the more shakes the more strong.
A kind of process flow of building structure described in claim 1, it is characterized in that: the stitching surface height in back-off fourth of the twelve Earthly Branches construction is slippery, Suo Youping, wall support face in no Frotteurism；Identical engagement force and conjuncted power are synthesized with unitary in the binary synthesis of shell of compression；Its fourth of the twelve Earthly Branches sliding surface with glass punching block obtain；It is engaged pitted skin and is obtained with mould every conjunction by concrete with non-condensable mud mortar；Including it is all must block fourth of the twelve Earthly Branches plate, pressure fourth of the twelve Earthly Branches plate, pressure the fourth of the twelve Earthly Branches fourth of the twelve Earthly Branches Chi Lan plate, gull wing plate, mend fourth of the twelve Earthly Branches cylinder, single-frame, four frames, Chu Maotan.
A kind of process flow of building structure described in claim 1, it is characterized in that: there is the structural void of division line or more at level ground, the beam place of offseting at the back-off fourth of the twelve Earthly Branches, coating plastic film is added to pacify in advance before concrete casting with soaked three-ply board or soaked veneer in production, main to build after completion into taking-up when drying shrinkage shape, structure division line is obtained with the way contracting of wood and concrete；Ground beam supports fourth of the twelve Earthly Branches face and mutually closes with fourth of the twelve Earthly Branches diaphragm, is obtained by multiple plastic foil pre- before casting concrete ground beam.
A kind of process flow of building structure described in claim 1, it is characterized in that: pise of the formula to Old building that break the whole up into parts, the brick substep implantation for opening pocket wall building, the back-off fourth of the twelve Earthly Branches structure of combination construction, the dry rescue blocked formula building, build stone formula building and the jerry-built project for being detached from supervision；Free level ground is carried out to terrace first and main build adds ground beam and shear force of frame frame to remedy again, when remedying ground beam be segmented template and mold after, need to number by design sequence, cast ground beam when with non-condensable mixed mud insert ground beam form, with concrete insert shear force of frame frame；After the solidification of shear force of frame frame, to soil ground beam by design number with the replacement of concrete structure；In the replacement broken the whole up into parts；, pressure fourth of the twelve Earthly Branches plate cast-in-place with plateless blocks the lower duplicate rows fourth of the twelve Earthly Branches of fourth of the twelve Earthly Branches plate pressing or mends conjunction fourth of the twelve Earthly Branches technique and replaced.
A kind of process flow of building structure described in claim 1, it is characterized in that: old castle, small sized multiple story building are on the spot The separating-closing type of transformation is embedded in；Simultaneously scarfing cinder is smashed up without impact failure to once visited place joist support emphasis concrete first, joist steel skeleton in original place is retained when smashing up；Free level ground is rebuild in the case where steel skeleton is held a little, the above are standards again on free level ground with former wall thickness 3, place four soaked battens and enter under former beam in four circles and overlay film, the fourth of the twelve Earthly Branches of cracking rice is inputted, shift-in pressure fourth of the twelve Earthly Branches plate is loaded onto and mends fourth of the twelve Earthly Branches cylinder, solid all connection reinforcing bars are pricked, by cope plate, input concrete；To the fourth of the twelve Earthly Branches fourth of the twelve Earthly Branches Tong Zhongbu, vibration tamping is mended, after installing non-return loose-leaf, shock club consolidates mould inner concrete；After concrete curing maintenance, extract drying shrinkage batten out, and the original place beam each pressure fourth of the twelve Earthly Branches plate is built, base separation property is cut, cutting is synchronous with embedding steel disc when operation, takes steel disc after completion away one by one.
A kind of process flow of building structure described in claim 1, it is characterized in that: to the not broken thorax combined type of skyscraper glue into；Free level ground is rebuild first, is secondly cut out on the wall base and is built, base cut-off rule and drills out inside and outside reinforcing bar connecting pore, cutting line and free level ground are without drop；Porthole about 10cm drop is bored in cutting line and lower end；It first synchronizes after dummy slider enters wall and cuts off redundancy, the prefabricated storage fourth of the twelve Earthly Branches is frameed shift into design position, is molded and is covered soaked plate and be covered with plastic foil, tie ground beam steel and all connection reinforcing bars, the note fourth of the twelve Earthly Branches enters frame, edge plus the defeated circle path fourth of the twelve Earthly Branches in the frame surrounding of the fourth of the twelve Earthly Branches；Wet water and crowded neat slurry enter porthole and defeated concrete enters mould, moves Chu Maotan and enters frame, adds defeated benefit to close the fourth of the twelve Earthly Branches and enters altar, with shock club tamping fourth of the twelve Earthly Branches layer and covers fourth of the twelve Earthly Branches plate；Shock club compacted concrete extracts dry plank out, the back-off fourth of the twelve Earthly Branches is first with companion's shake after wind in this ground beam to fullcharging after completion.
A kind of process flow of building structure described in claim 1, it is characterized in that: the periphery to free level ground carries out bank address limitation, resistance is added in periphery with the appropriate gradient and whereabouts to slip by slope, it places restrictions on main building and slips row without the horizontal drift placed restrictions in resultant force wind and tsunami tide, it is main to build with the superposition of vertical promotion energy consumption substitution lateral displacement under the prevention that resistance slips by slope.